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1 P. Ganesh, "Tensile behaviour and durability aspects of sustainable ultra-high performance concrete incorporated with GGBS as cementitious material" Elsevier BV 197 : 667-680, 2019
2 Jingquan Wang, "Static behavior of large stud shear connectors in steel-UHPC composite structures" Elsevier BV 178 : 534-542, 2019
3 Chang-Su Shim, "Static behavior of large stud shear connectors" Elsevier BV 26 (26): 1853-1860, 2004
4 Jingquan Wang, "Static behavior of grouped large headed stud-UHPC shear connectors in composite structures" Elsevier BV 206 : 202-214, 2018
5 Pil-Goo Lee, "Static and fatigue behavior of large stud shear connectors for steel–concrete composite bridges" Elsevier BV 61 (61): 1270-1285, 2005
6 Junhui Cao, "Static and Fatigue Behavior of Short-Headed Studs Embedded in a Thin Ultrahigh-Performance Concrete Layer" American Society of Civil Engineers (ASCE) 22 (22): 04017005-, 2017
7 Weichen Xue, "Static Behavior and Theoretical Model of Stud Shear Connectors" American Society of Civil Engineers (ASCE) 13 (13): 623-634, 2008
8 An H. Le, "Simplified stress-strain model for circular steel tube confined UHPC and UHPFRC columns" 국제구조공학회 29 (29): 125-138, 2018
9 Ollgaard, J. G., "Shear strength of stud connectors in lightweight and normal-weight concrete" 8 (8): 55-64, 1971
10 Jianan Qi, "Shear capacity of stud shear connectors with initial damage: Experiment, FEM model and theoretical formulation" 국제구조공학회 25 (25): 79-92, 2017
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